Q345B钢框架梁柱节点焊缝低周疲劳试验

兰州理工大学学报 ›› 2021, Vol. 47 ›› Issue (5): 122-129.

Q345B钢框架梁柱节点焊缝低周疲劳试验

李万润^*1,2, 刘宇飞¹, 杜永峰^1,2

1.兰州理工大学土木工程学院, 甘肃兰州 730050;
2.兰州理工大学西部土木工程防灾减灾教育部工程研究中心, 甘肃兰州 730050

收稿日期:2019-03-15 出版日期:2021-10-28 发布日期:2021-11-18
通讯作者: 李万润(1985-),男,甘肃民勤人,博士,副教授.Email:ce_wrli@lut.edu.cn
基金资助:
国家自然科学基金(51438002),中国博士后基金(2015M571641),混凝土及预应力混凝土结构教育部重点实验室开放课题基金(CPCSME2014-03),甘肃省建设厅科技攻关项目(JK2015-38)

Low-cycle fatigue test of Q345B steel frame beam-column connection weld

LI Wan-run^1,2, LIU Yu-fei¹, DU Yong-feng^1,2

1. College of Civil Engineering, Lanzhou Univ. ofTech., Lanzhou 730050, China;
2. Western Center of Disaster Mitigation in Civil Engineering of Ministry of Education,Lanzhou Univ. of Tech., Lanzhou 730050, China

Received:2019-03-15 Online:2021-10-28 Published:2021-11-18

摘要/Abstract

摘要： 为了研究不同加载制度下的钢框架梁柱节点焊缝低周疲劳性能,设计并完成了六个足尺全焊接梁柱节点焊缝低周疲劳试验,研究了节点焊缝的疲劳裂纹萌生及扩展规律,分析了循环幅值、加载历程对节点疲劳性能的影响,比较了在常幅、变幅及随机荷载作用过程中的疲劳损伤累积程度。结果表明:在三种加载制度下,梁翼缘焊接孔处焊趾最易萌生疲劳裂纹,最终断裂的路径均为焊接孔焊趾裂纹斜向发展,与翼缘焊缝端部裂纹汇合,造成全截面断裂;试件直接经历等幅大变形对节点的疲劳性能较为不利,经历由小变形到大变形的加载过程更能发挥耗能能力;常幅加载的幅值越大,节点累积损伤的速率越快,越早发生疲劳断裂.

关键词: 梁柱节点, 低周疲劳, 试验研究

Abstract: In order to study the low cycle fatigue of steel frame beam-column connections under different amplitude regimes, the low-cycle fatigue test of six full-scale all-welded beam-column connections were designed and finished, and the fatigue crack initiation and expansion of welds was studied.The influence of cyclic amplitude and loading history on the fatigue performance of the connections was analyzed, and the cumulative degree of fatigue damage during normal amplitude, variable amplitude and random load was compared. The results show that under the three amplitude regimes, the welding toe of the flange welding hole isprone to fatigue cracking, and the final fracture path is the oblique development of the welding holes weld toe crack, which merges with the edge weld of the flange weld to cause full-section fracture. It is disadvantageous for the fatigue performance of connections to directly experience large deformation with equal amplitude. The loading process from small deformation to large deformation can give full play to the energy dissipation capacity. The larger the amplitude of loading, the faster the cumulative damage rate of connections, and the earlier the fatigue damage occurs.

Key words: beam-column connection, low cycle fatigue, experimental study

中图分类号:

TU973+.254

李万润, 刘宇飞, 杜永峰. Q345B钢框架梁柱节点焊缝低周疲劳试验[J]. 兰州理工大学学报, 2021, 47(5): 122-129.

LI Wan-run, LIU Yu-fei, DU Yong-feng. Low-cycle fatigue test of Q345B steel frame beam-column connection weld[J]. Journal of Lanzhou University of Technology, 2021, 47(5): 122-129.

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